HomeMy WebLinkAboutTRUSS SPECS - 23-00132 - 2149 W 640 S - New SFRJob
PRINCETON FH - CM 3C
Truss
A1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:33 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-?bgFtdZ0ulDux?YTXHSiQNFW_Sqis4ceV8VSfWzLU_a
Scale = 1:52.8
T2 T2
B1
W1 W2
W3
W2
W3
T1 T1
B1
ST7ST5
ST6
ST3
ST4ST2
ST1
ST7 ST5
ST6
ST3
ST4 ST2
ST1
A
B
C
D
E
F
G
J I H
AI
AJ AK
AL
AM AN AO AP
7x10
5x6
7x10
3x8
5x8
3x8
7-9-0
7-9-0
15-6-0
7-9-0
23-3-0
7-9-0
31-0-0
7-9-0
-1-0-0
1-0-0
7-9-0
7-9-0
15-6-0
7-9-0
23-3-0
7-9-0
31-0-0
7-9-0
32-0-0
1-0-0
0-4-16-9-97-2-50-4-15.00 12
Plate Offsets (X,Y)-- [B:0-4-2,0-1-8], [F:0-4-2,0-1-8], [I:0-4-0,0-3-0], [M:0-1-13,0-0-12], [P:0-1-13,0-0-12], [AA:0-1-13,0-0-12], [AD:0-1-13,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.73
0.64
0.43
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.32
0.12
0.20
(loc)
I
H-I
F
I-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 172 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing.
WEBS 1 Row at midpt E-I, C-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1606/0-3-8 (min. 0-1-11), F=1606/0-3-8 (min. 0-1-11)
Max Horz B=112(LC 11)
Max UpliftB=-624(LC 12), F=-624(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AI=-3146/1473, C-AI=-3033/1492, C-AJ=-2100/1001, D-AJ=-1953/1013, D-AK=-1953/1013,
E-AK=-2100/1001, E-AL=-3033/1492, F-AL=-3146/1473
BOT CHORD B-AM=-1285/2787, J-AM=-1285/2787, J-AN=-1279/2784, I-AN=-1279/2784, I-AO=-1277/2784,
H-AO=-1277/2784, H-AP=-1282/2787, F-AP=-1282/2787
WEBS D-I=-573/937, E-I=-1093/592, E-H=-229/281, C-I=-1093/592, C-J=-229/281
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-0-8, Interior(1) 2-0-8 to 15-6-0, Exterior(2R) 15-6-0 to 18-7-3,
Interior(1) 18-7-3 to 32-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=624,
F=624.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
A2
Truss Type
Common
Qty
5
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-PALOVecuBgbSoTH2CQ?P2?s1EgrP3QM5B6k6GrzLU_X
Scale = 1:52.8
T2 T2
B1
W1
W2
W3
W2
W3
T1 T1
B1A
B
C
D
E
F
G
J I H
K
L M
N
O P Q R
7x10
5x6
7x10
3x8
5x8 1.5x4 1.5x4
3x8
7-9-0
7-9-0
15-6-0
7-9-0
23-3-0
7-9-0
31-0-0
7-9-0
-1-0-0
1-0-0
7-9-0
7-9-0
15-6-0
7-9-0
23-3-0
7-9-0
31-0-0
7-9-0
32-0-0
1-0-0
0-4-16-9-97-2-50-4-15.00 12
Plate Offsets (X,Y)-- [B:0-4-2,0-1-8], [F:0-4-2,0-1-8], [I:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.73
0.64
0.43
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.32
0.12
0.20
(loc)
I
H-I
F
I-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 129 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing.
WEBS 1 Row at midpt E-I, C-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1606/0-3-8 (min. 0-1-11), F=1606/0-3-8 (min. 0-1-11)
Max Horz B=112(LC 11)
Max UpliftB=-624(LC 12), F=-624(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-K=-3146/1473, C-K=-3033/1492, C-L=-2100/1001, D-L=-1953/1013, D-M=-1953/1013,
E-M=-2100/1001, E-N=-3033/1492, F-N=-3146/1473
BOT CHORD B-O=-1285/2787, J-O=-1285/2787, J-P=-1279/2784, I-P=-1279/2784, I-Q=-1277/2784,
H-Q=-1277/2784, H-R=-1282/2787, F-R=-1282/2787
WEBS D-I=-573/937, E-I=-1093/592, E-H=-229/281, C-I=-1093/592, C-J=-229/281
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-0-8, Interior(1) 2-0-8 to 15-6-0, Exterior(2R) 15-6-0 to 18-7-3,
Interior(1) 18-7-3 to 32-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=624,
F=624.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
B1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-LZT8wKd8jIrA2nRQKr2t7QyX1TgRXOXNfQDDKjzLU_V
Scale = 1:55.4
T2 T2
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
T1 T1
B1
ST1
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
AD AC AB AA Z Y X W V U T S R
AE AF
4x5
3x4
5x6
5x6
5x6
3x4
29-0-0
29-0-0
-1-0-0
1-0-0
14-6-0
14-6-0
29-0-0
14-6-0
30-0-0
1-0-0
0-4-58-9-139-4-90-4-57.00 12
Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [M:0-3-0,0-3-0], [X:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.07
0.02
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
Q
Q
P
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 168 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except*
ST7,ST6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt I-X
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 29-0-0.
(lb) - Max Horz B=-202(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R
Max Grav All reactions 250 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-14 to 1-11-2, Exterior(2N) 1-11-2 to 14-6-0, Corner(3R) 14-6-0 to 17-6-0
, Exterior(2N) 17-6-0 to 30-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, Y, Z, AA, AB, AC,
AD, W, V, U, T, S, P, R.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
B2
Truss Type
Common
Qty
8
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-IxbvL0fPFv6uH4bpRF4LCr1kLHC1?Amg6kiKPczLU_T
Scale = 1:53.6
T2 T2
B1
W1
W2
W1
W2
T1 T1
B2A
B
C
D
E
F
G
H
I
L K J
M N
O P Q R S T U
3x4
5x6
3x4
3x6 3x6 3x6
1.5x4
3x6
1.5x4
3x6
9-8-0
9-8-0
19-4-0
9-8-0
29-0-0
9-8-0
-1-0-0
1-0-0
7-3-0
7-3-0
14-6-0
7-3-0
21-9-0
7-3-0
29-0-0
7-3-0
30-0-0
1-0-0
0-4-58-9-139-4-90-4-57.00 12
Plate Offsets (X,Y)-- [B:0-3-3,0-1-8], [H:0-3-3,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.66
0.66
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.29
-0.37
0.07
0.30
(loc)
J-L
J-L
H
H-J
l/defl
>999
>915
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 127 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-8-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1508/0-5-8 (min. 0-1-10), H=1508/0-5-8 (min. 0-1-10)
Max Horz B=-202(LC 10)
Max UpliftB=-587(LC 12), H=-587(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2253/1001, C-D=-1993/1005, D-M=-1856/1020, E-M=-1848/1033, E-N=-1848/1033,
F-N=-1856/1020, F-G=-1993/1005, G-H=-2253/1001
BOT CHORD B-O=-762/1823, L-O=-762/1823, L-P=-394/1194, P-Q=-394/1194, Q-R=-394/1194,
K-R=-394/1194, K-S=-394/1194, S-T=-394/1194, J-T=-394/1194, J-U=-758/1823,
H-U=-758/1823
WEBS E-J=-502/848, G-J=-571/252, E-L=-502/848, C-L=-571/252
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 14-6-0, Exterior(2R) 14-6-0 to 17-6-0,
Interior(1) 17-6-0 to 30-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=587,
H=587.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
B3
Truss Type
Common
Qty
10
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-EKifmigfmWMcWOkBZg6pIG63n4tPT4EzZ2BQTUzLU_R
Scale = 1:52.9
T2 T2
B1
W2
W1 W1
W2
T1
T3
B2 HW2
A
B
C
D
E
F
G
H
K J I
L M
N O P Q R S T
3x4
5x6
3x4
3x6 3x6 3x6
1.5x4
3x6
1.5x4
4x5
9-8-0
9-8-0
19-4-0
9-8-0
28-9-0
9-5-0
-1-0-0
1-0-0
7-3-0
7-3-0
14-6-0
7-3-0
21-9-0
7-3-0
28-9-0
7-0-0
0-4-58-9-139-4-90-6-17.00 12
Plate Offsets (X,Y)-- [B:0-3-3,0-1-8], [H:0-1-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.66
0.66
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.29
-0.37
0.07
0.30
(loc)
I-K
I-K
H
B-K
l/defl
>999
>912
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 125 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2: 2x4 DF Stud/Std
WEDGE
Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-8-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1506/0-5-8 (min. 0-1-10), H=1392/Mechanical
Max Horz B=199(LC 11)
Max UpliftB=-587(LC 12), H=-532(LC 12)
Max Grav B=1506(LC 1), H=1396(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2250/1000, C-D=-1989/1004, D-L=-1852/1019, E-L=-1844/1032, E-M=-1841/1014,
F-M=-1849/1000, F-G=-1986/986, G-H=-2247/981
BOT CHORD B-N=-780/1819, K-N=-780/1819, K-O=-414/1191, O-P=-414/1191, P-Q=-414/1191,
J-Q=-414/1191, J-R=-414/1191, R-S=-414/1191, I-S=-414/1191, I-T=-768/1813,
H-T=-768/1813
WEBS C-K=-571/252, E-K=-503/849, E-I=-483/845, G-I=-566/247
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 14-6-0, Exterior(2R) 14-6-0 to 17-6-0,
Interior(1) 17-6-0 to 28-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=587,
H=532.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
B4
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-AjqPBOivI8cKmiuag59HNhCYXujlx60G1MgXYNzLU_P
Scale = 1:54.6
T2 T2
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
T1
T3
B2
ST1
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
AC AB AA Z Y X W V U T S R Q
AD
AE
4x5
3x4
5x6
5x6
5x6
3x4
28-9-0
28-9-0
-1-0-0
1-0-0
14-6-0
14-6-0
28-9-0
14-3-0
0-4-58-9-139-4-90-6-17.00 12
Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [M:0-3-0,0-3-0], [W:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.07
0.03
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
0.00
0.00
(loc)
A
A
P
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 165 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except*
ST7,ST6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt I-W
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 28-9-0.
(lb) - Max Horz B=199(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q
Max Grav All reactions 250 lb or less at joint(s) B, W, X, Y, Z, AA, AB, AC, V, U, T, S, R, P, Q
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-14 to 1-11-2, Exterior(2N) 1-11-2 to 14-6-0, Corner(3R) 14-6-0 to 17-6-0
, Exterior(2N) 17-6-0 to 28-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, X, Y, Z, AA, AB, AC
, V, U, T, S, R, Q.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
C1
Truss Type
GABLE
Qty
1
Ply
2
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-bIWYpPkob3_ud9d9MDi_?Kqyy5aj8JwijKuB9izLU_M
Scale = 1:44.1
T1 T1
B1
W1
W2
W3
W4
W2W3
W4
ST1
ST2
ST1
ST2
ST3
ST4 ST5
B1
A
B
C
D
E
F
G
J I HWXYZAAABAC AD AE
6x12
5x8
6x12
12x12
5x8
12x12
5x8
12x12 3x6 3x6 3x6 3x6
Special
Special
Special
Special
Special Special Special Special
Special
Special
5-4-6
5-4-6
10-8-12
5-4-6
16-1-2
5-4-6
21-5-8
5-4-6
3-6-15
3-6-15
7-1-13
3-6-15
10-8-12
3-6-15
14-3-11
3-6-15
17-10-9
3-6-15
21-5-8
3-6-15
0-4-56-7-60-4-57.00 12
Plate Offsets (X,Y)-- [A:0-3-13,Edge], [G:0-3-13,Edge], [H:0-6-0,0-6-8], [I:0-6-0,0-7-8], [J:0-6-0,0-6-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.57
0.65
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.29
0.05
0.16
(loc)
H-I
H-I
G
H-I
l/defl
>999
>868
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 333 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-6-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=8066/0-5-8 (min. 0-4-5), G=7772/0-5-8 (min. 0-4-2)
Max Horz A=135(LC 26)
Max UpliftA=-3039(LC 8), G=-2928(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-12693/4758, B-C=-12437/4727, C-D=-8769/3361, D-E=-8769/3361, E-F=-12398/4712,
F-G=-12652/4743
BOT CHORD A-W=-4110/11006, W-X=-4110/11006, J-X=-4110/11006, J-Y=-3391/9176, Y-Z=-3391/9176,
I-Z=-3391/9176, I-AA=-3385/9160, AA-AB=-3385/9160, AB-AC=-3385/9160, H-AC=-3385/9160,
H-AD=-4096/10968, AD-AE=-4096/10968, G-AE=-4096/10968
WEBS D-I=-3288/8442, E-I=-2483/969, E-H=-1438/3696, F-H=-417/166, C-I=-2507/978,
C-J=-1454/3738, B-J=-423/169
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.33 plate grip DOL=1.33
5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=3039
, G=2928.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
Continued on page 2
Job
PRINCETON FH - CM 3C
Truss
C1
Truss Type
GABLE
Qty
1
Ply
2
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:48 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-3U4w0llQMM6lFJCLvxDDXXM7iVwytmAsy_elh8zLU_L
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1382 lb down and 524 lb up at 1-6-4, 1382 lb down and 524 lb up at 3-6-4
, 1382 lb down and 524 lb up at 5-6-4, 1382 lb down and 524 lb up at 7-6-4, 1382 lb down and 524 lb up at 9-6-4, 1382 lb down and 524 lb up at 11-6-4, 1382 lb down and
524 lb up at 13-6-4, 1382 lb down and 524 lb up at 15-6-4, and 1382 lb down and 524 lb up at 17-6-4, and 1382 lb down and 524 lb up at 19-6-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-G=-84, A-G=-14
Concentrated Loads (lb)
Vert: J=-1378(B) W=-1378(B) X=-1378(B) Y=-1378(B) Z=-1378(B) AA=-1378(B) AB=-1378(B) AC=-1378(B) AD=-1378(B) AE=-1378(B)
Job
PRINCETON FH - CM 3C
Truss
D1
Truss Type
Common Supported Gable
Qty
1
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:49 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-XgeIE5m27gEcsTnYTekS4lvPGvQpcPT?BeNIDazLU_K
Scale = 1:22.8
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
A
B
C
D
E
F
G
H
I
N M L K J
O
P
4x5
3x4 3x4
11-2-0
11-2-0
-1-0-0
1-0-0
5-7-0
5-7-0
11-2-0
5-7-0
12-2-0
1-0-0
0-4-53-7-64-2-20-4-57.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.07
0.04
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
I
I
H
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 47 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 11-2-0.
(lb) - Max Horz B=-86(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J
Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-14 to 1-11-2, Exterior(2N) 1-11-2 to 5-7-0, Corner(3R) 5-7-0 to 8-7-0,
Exterior(2N) 8-7-0 to 12-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
J1
Truss Type
Monopitch
Qty
9
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:50 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-?tBhRRngu_MTUdLk1MFhcySWqJgZLsZ8PI7rl1zLU_J
Scale = 1:13.5
T1
W1
B1
A
B
C
D
E
F
1.5x4
2x4
1.5x4
0-6-0
0-6-0
4-10-8
4-4-8
-1-0-0
1-0-0
4-10-8
4-10-8
5-0-0
0-1-8
0-4-02-2-82-6-121-11-00-3-82-2-84.50 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.34
0.39
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.00
0.03
(loc)
B-D
B-D
D
B-D
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8)
Max Horz B=78(LC 9)
Max UpliftB=-140(LC 12), D=-84(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 4-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb)
B=140.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
J2
Truss Type
Monopitch
Qty
5
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:52 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-xFJRs7owQbcBjwV68nI9iNXvi6Rnpl3RtccyqvzLU_H
Scale = 1:11.7
T1
W1
B1
A
B
C
D
E
F
G H
1.5x4
2x4
1.5x4
3-10-8
3-10-8
-1-0-0
1-0-0
3-10-8
3-10-8
4-0-0
0-1-8
0-4-01-10-02-2-41-6-80-3-81-10-04.50 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
0.08
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.00
0.01
(loc)
B-D
B-D
D
B-D
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 14 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8)
Max Horz B=63(LC 9)
Max UpliftB=-124(LC 12), D=-63(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 3-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb)
B=124.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
J3
Truss Type
Monopitch
Qty
6
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:53 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-PStp3SpYBvk2L44JiUpOEb44AWn0YCIb5GLWMMzLU_G
Scale = 1:13.6
T1 W1
B1
A
B
C
D
E
F
G
1.5x4
2x4
1.5x4
3-10-8
3-10-8
-1-0-0
1-0-0
3-10-8
3-10-8
5-0-0
1-1-8
0-4-02-2-82-6-121-6-80-3-82-2-84.50 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.14
0.08
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.00
0.01
(loc)
B-E
B-E
E
B-E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=284/0-3-8 (min. 0-1-8), E=277/0-1-8 (min. 0-1-8)
Max Horz B=80(LC 9)
Max UpliftB=-107(LC 12), E=-125(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-E=-251/216
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 5-0-0 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=107,
E=125.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
PRINCETON FH - CM 3C
Truss
J4
Truss Type
Monopitch
Qty
7
Ply
1
KARTCHNER PRINCETON FH-CM 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:06:55 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:OtDscNBBQSW9SItcoo2vaszoYP2-Mq?aU8qpiW?maOEhqvrsJ09RfKTX06otZZqcREzLU_E
Scale = 1:10.6
T1
W1
B1
A
B
C
D
1.5x4
2x4
1.5x4
1-10-8
1-10-8
-1-0-0
1-0-0
1-10-8
1-10-8
2-0-0
0-1-8
0-4-51-6-52-1-11-2-130-3-81-6-57.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.08
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
B
B
D
B
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 9 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 1-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=212/0-5-8 (min. 0-1-8), D=60/0-1-8 (min. 0-1-8)
Max Horz B=53(LC 11)
Max UpliftB=-95(LC 12), D=-34(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard